HomeMy WebLinkAboutSDP202100037 Plan - Revision Initial Site Plan 2021-07-16LEGEND
EXISTING NEW
311.5 x �1m
311.5 TC x 21
311.5 TW x
311.5 BW x
-x x - -x -x
m m
-OHUGHU-- OHUGHU
-
- UGU UGU - - UGU UGU -
X
q q
0°
s
s
s
s
w
w
w
O O
A
- GAS _ 1,.
DESCRIPTION
BOUNDARIES
BENCHMARK
SITE PROPERTY LINE
ADJACENT PROPERTY LINE
BUILDING SETBACK
PARKING SETBACK
SITE TEXT
PARKING COUNT
TOPOGRAPHY
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION
TOP OF CURB ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
STREAM
STREAM BUFFER
100 YEAR FLOODPLAIN
BUILDING
BUILDING
RETAINING WALL
STAIRS
EDGE OF PAVEMENT
ROAD CENTERLINE
FRONT OF CURB
BACK OF CURB
CG-12 TRUNCATED DOME
SIDEWALK
BIKE PARKING
HANDICAP ACCESSIBLE AISLE
HANDICAP PARKING
MATERIAL
CONCRETE
RIPRAP
ASPHALT
EC-2 MATTING
EC-3 MATTING
WETLAND
TREELINE
FENCE
UTILITY
UTILITY POLE
GUY WIRE
OVERHEAD UTILITY
UNDERGROUND UTILITY
STORM
STORM MANHOLE
DROP INLET
STORM SEWER
ROOF DRAIN
SANITARY
SANITARY MANHOLE
SANITARY SEWER MAIN
SANITARY SEWER LATERAL
WATER
WATER LINE
WATER METER
WATER METER VAULT
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
GAS
GAS LINE
EASEMENTS
CONSTRUCTION
GRADING
ACCESS
SIGHT DISTANCE
UTILITY
STORMWATER FACILITY MAINTENANCE
STORMWATER ACCESS
DRAINAGE
SANITARY
WATERLINE
GASLINE
OWNER/DEVELOPER
South Pantops II Land Trust; Charles W Hurt & Shirley L Fisher Trustees
P O Box 8147 Charlottesville, VA 22906
ZONING
R15 - Residential
Flood Hazard Overlay, Steep Slopes - Managed, and Steep Slopes - Preserved
SETBACKS
5 ft from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way
5 ft side unless the building shares a common wall.
Minimum 20 ft rear, maximum is none.
DISTRICT
Rivanna
SOURCE OF TITLE
DB 1069 PG 499
SOURCE OF BOUNDARY AND TOPOGRAPHY
Rivanna Engineering & Surveying (1/06/2005)
Louisa Aerial Surveys, 1990. Field verified April 2021
BENCHMARK
Top of existing sanitary manhole along South Pantops Drive. Elevation 405.17
FLOODZONE
According to the FEMA Flood Insurance Rate Map, effective February 04,
2005(Community Panel 51003CO289D) a portion of this property lies in the
flfRoodpll'ain. p�Q t+H
r1l�sife wtfiinlhll�pW TEF i�v�ervf Drshed.
This site is not within a watershed of a public water supply.
DAM BREAK INUNDATION ZONE
The parcel is within the Ragged Mountain State Dam Break Inundation Zone
WATER & SANITARY SERVICES
Site is served by Albemarle County Service Authority.
GENERAL CONSTRUCTION NOTES
1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained
from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the
permit.Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise
noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be
installed prior to any clearing, grading or other construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be
acheived.
6. Paved rip -rap or stabilization amt lined ditch may be required when in the opinion of the Count Engineer or designee it is
P P Y q P Y 9 9
deemed necessary in order to stabilize a drainage channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices.
8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part
1926).
GENERAL WATER & SEWER NOTES
1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for
notifying the proper service authority officials at the start of the work.
2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown,
are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as
necessary.
3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications
as adopted by the Albemarle County Service Authority.
4. Datum for all elevations shown in National Geodetic Survey.
5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001).
6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe.
This includes all fire hydrant lines, service laterals and water lines, etc.
7. All water and sewer appurtenances are to be located outside of roadside ditches.
8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line.
9. Trees are not permitted in the ACSA easement.
10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014
(Senate Bill 3874 which amends the Safe Drinking Water Act).
11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority.
12. Backflow prevention is required for all connections to the water main.
INITIAL SITE DEVELOPMENT PLAN
SOUTH PANTOPS TOWNHOMES
SDP202100037
TAX MAP 78, PARCEL 20
ALBEMARLE COUNTY, VIRGINIA
BUILDING HEIGHTS
Maximum Allowable: 35'
Proposed Height: 30'
EXISTING USE
Open
PROPOSED USE
Permissible Density for R15 Standard cluster = 15 DUA
Permissible Units = 196.8
Proposed Units - 40 Townhomes, gross residential density: 3.05 DUA
Maximum Disturbed Area: 146,420 SF (3.36 ac.)
LAND USE SCHEDULE
EXISTING Area %
Building 0 SF 0.0%
Pavement 0 SF 0.0%
Sidewalk 0 SF 0.0%
Open space 571,507 SF 100%
Total= 571,507 SF (13.12 ac.)
PROPOSED Area %
Building 43,200 SF 7.5%
Pavement 31,085 SF 5.4%
Sidewalk 6,850 SF 1.2%
Open space 490,372 SF 85.9%
Total= 571,507 SF (13.12 ac.)
PARKING SCHEDULE
40 Townhomes (Single -Family Attached): 2 bedrooms or more, 2 spaces/unit
40 units proposed x 2 = 80 spaces required
2 Garage + 2 Driveway = 160 spaces provided
ITE Trip Generation
Trip Generation Manual, 10th Edition
AM
PM
Daily
Use Description
JITE
Qty
in
out
Total
in
out
Total
Total
Multi -Family Housing
(Low -Rise)
220
40
4
1 14
18
14
8
22
293
Trip Generation reflects AM and PM peak hour traffic.
SIGNS
All signs and pavement shall conform with the latest edition of the MUTCD Guidelines.
A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site.
GENERAL NOTES
1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are
based on information and data furnished to the owner and engineer by the owners of such underground facilities or others.
The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor
shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the
work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any
damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor
shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work.
9
2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to
protect structures from damage. Replacement of damaged structures shall be at the contractor's expense.
3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the
owner can make necessary arrangements to modify/protect existing structures from damages.
4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and
the Virginia Department of Transportation prior to completing any off -site work.
5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start
of construction.
6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and
engineer.
7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop
drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not
relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist.
8. All bare areas shall be scarified, limed, fertilized, seeded and mulched.
9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements.
10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated.
11. Retaining walls require separate building permits.
12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building
Department from the main to the structure.
13. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit.
Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional
requirements and permits for demolition projects.
14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in
the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building
drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole
cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve.
VICINITY MAP SCALE: 1"=2000'
Map provided by Google.com
SHEETINDEX
C1 COVER
C2 EXISTING CONDITIONS
C3 EXISTING CONDITIONS
C4 SITE PLAN
C5 GRADING & UTILITY PLAN
C6 FIRE RESCUE EXHIBIT
APPROVALS
Current Development Planner
Date
Current Development Engineer
Date
Fire Official
Date
Building Official
Date
Albemarle County Service Authority
Date
Virginia Department of Transportation
Date
Architectural Review Board
Date
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434,227,5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
51��PLTH �F
L
O
of
U H TR MMP a
45183
INITIAL SITE DEVELOPMENT PLAN
SOUTH PANTOPS
TOWNHOMES
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2021.04.26 [INITIAL SDP]
REVISION:
2021.07.16
FILE NO.
SITE PLAN
21.033
C1
' I 1 _ '� 1
I 172.57'
III, I
I' . ' , . .. , ' :. ..:.. ' . ' ... : : I t� S57'4P5YW 1
I, . . /'� 11— �RQSSlCCESS_EASEMENT— �1 I
.I ,L52� /' I I
I; . . ' '/� 54�14W 11 l I 1 I
I I I I
�/I '
' I
- ��`- Q¢,, . .. :. .fir .:I 70" I 'I 11 'I
�' ' .N73b2''5 Ems_' • . . j //'Sk' ) 1
`��� 1 I
1 I I 'r ;1jSn. I'I I 1 I I� 1 1 , , , , / / ,/ , l.� „ , , 1 ) , , / , / 111 b I
1 /I'. ,'IJ I:I ,I I I; 1111I I i i I11111 I /� i /, f/ /r i i�lrr idll O' i 1 11uI1
/'1. . I', I(I.II //' Ill1, l l l \ I I' / / / ' i/�,/ I /l / l dd l 11 1 l I 1 1' M1, / 1 I.I I
.1 1 II.1 I. /////II:1 IIl IIIll l / / ' / /�// / ' l l I/yI l I r I / 1
:/• .; I „I ,., l�ll ,, , I ,, 1 I , I ,' , ; l ; , ; ; , ,,,•> �,, I /;' I' p l , , `I I I ' ; r , 1 `\ I, I
.I I•,l /,, ,I I rlr l llll ,,,' ., , ; I,, I I II (
1 ,. H,/;, ,, ,;/I I,I, ,I1 I,,; �; ,,; l ,; , ; I,,;, y� I I ' 1I WCyT
:I' ./ 1,, (, , , I l , I I , , , , / , ' 1 ' I I , ,' , / ', , , 1 I , , , Y I , 1 1 ' 1 6 'I '1 °° % °s 1 i ' / N b /1., , , / / , / l , l , I I I I I / , / / / / 1-,,,,, / / 7 I r I I , , / I I 1 ' ? / T
. ' G l ,, . / I I l / / / / / / / / / / / l I , / / / ,' 3
1 / I l/, '1f1{Ilr I / / , , l , / / / v, % , / i / / , I 1 1 , i i I 1 1 , \ 1 1 4 ,,,,
IV' .I,;\ ./. //, ,1"I /r/,// /" I,/II;'//;,,, ,,� / , ,/% 1'11,/ I , I / I \`, 1 I \I ,I'111'1 g FA"C
1..' \',/(: /,,, /,.,llII 1/1 /Il ,/////:/.: /i/"/ /%%/ I / / / / , , I , I I I 1 I' '11 'I 'I MF
g /", •'l li/ii rlll lII/ i /, //I, I '/I, I / ,/ i ' , ,_ i //i , , I �I''1 1 I '1'T
1 1 r , y / , I I /, , / ` , , , / _ I" / / , I 1 1 1 1 I I
)11. ,\I111,./,/l. Il(r 1, 11, 1%lr/ ///% /,l ' / /I / / / 1 I 111
/./'I/"� .\ I 1 ; ;:; 11.I IlI l , l l l , l l I /// '/ / / , , I ' ; , ' , / / ��, ,// % 1 l 'I 1 I I I,II 1 1 I
I. l -1111 I''' II(i l,,ll//llr l/i,//lli/ ,, ;, ,/i/ / , / / 1 11I1 11
LI.1 •,. ,,, II' ,/,////,/l/l/ Y/ ,/ ' /// /, / / / l / I 1I 1 I11; I'11111
1' ' I .1 y I. 1 I I I 1 /. , / , , / , / , i / / / , l , / / l , / / ' / , . : / / i
1. I'1 ,. ,III IIi 1, ', /,,, / r /, / , i /' / , ' / ' / 1 1 \ 111\ 1 I
/.l" . r LI, I•111i1 /,,//,,,,//,,/ iiii/�l / ,/„ /i'. / , , / , r \ I I 11
;,�,,. , '%',.IIIIIIl1' l,, , ,/, ;/; ,, „II ;;;/,, , ;/; ' /,, , I ; , I / ; ;r,1 \ I 1
11 1 '/. / III 11•, , , , / , , % ' , I 1 1 \
1 �'",. 1. `,/219/1,1A �/ 1 I I I,,,/,,,//, ,'//%, ,/ / ';/ ,/'�,' // I' , I , / 11 1\
/ Ii. ' ., •, p'v., , gill ,, 1, ) I I „l 1 1 , ' ' // i'/ , , , ' l , r / 1 I 1\I \\ / 1 1 \ \
I' a, J, 1///1/ /, /,/I/ 11, I/,//I „/ i /�'/ i ' / , l , I / I \ I
�g�it ./ / ,//,Ip,,", I'O"Wi'I/,,, iii I/////// I '„//,// i / i' , / / I / 1 \ I 1',I\\
,Ii / . •, p •�,, ii./j,1' ,,,, , , I I �'/ ii/ / i I/ I I, I / r i Vim, I / 1 \\ i 111 I \ \
I. l l'r , l , , , , I I , , , 11
/1/I •I- .i'�/Il!%/I/" lIll,/", q/, 11 i1 ii ii /,iii/, , I /, /, I I I / I / , r 1 , I I,11 \
j 1111., •a 1./'/""' ,/•l l,/1p, /llIl ,1, 111 `,��/,/ / ,/ ,i // i \' II 11\
r /III. i ,/,11 .l(a>/iiii I//im`'//,,I/iiii////ij// __�i , , / i/ ' / / , � / Il , I1 A \ \I \ \
li/,',. . i ( ,�,./I.lY (i,/I,//liii/11 /� l „/"iiii i / / ' i i / ' ' I /� I' , I I' \ \ \\\
/// / ✓ /, l ,/,/ , ' /i / 'ii Piilj,�w , /, I I , /
/, i / //�' / I / \ \
L6Q �/I, j. ,1 .i .�i/ii///'i/, ii 'iii il,i///�i?I iiw, I , i /,/ ' , / I I i' l , N1 1 ,�`\\\ `
. ry9. /'i'`I I' 'I :i' l/III/ 'I/l ,I �I,,, l" ,,, ,, /npV/ , /,,/ , 1 1 , \ i 1 \\ `\
%/;,:<_�/. ., /., ,,, f. ,i'�Iiiilil'i/I/ I//'i,/i% / i/% /', i'/ I , / \ ,� I / 1 `\
'./'. 2,, y,: iii •/ 1!,i/.,,I/,,l/ii/,i/,i//,I i,I/,/'/�l i %( / `-I 1 \ I \`\
'I.,/ ,r / '/ L' ,,, I/,r/Ili I////, / ,///, , / I / 1 i \i ,
',.\�. :'I//;,l / /j: '!�"zl //// /11//ii/, �,,/Id+'/ I ' /,', I/ ( \
�.ii.,".' .pS,!, i,, /i / ,/ ,Rj//.%, .%, 1,i l /'I,II '�' I / / ' ' i' l � ry� \
A.
,,//' / , , , / / I \
/ °O, , >,�°i6' 2'ff//'/r//, ,//,/ ///i �'��'//�:%i i i , i T i I 1 I I r / / /I II ! I� ��
,�•/ � , r , , , d , , // I I I / \
/, / /�' ,//,,,, , , , ,/ , / 1 , / I / \
l j / Yp' Yf / I, I /, / / / „/ / / , / 1 / I 1 , 1
/ / ,/ , 1ii, l , / r /,/, , , , / , ,, , '1 , / / / 1 I I I
/ /: �, ,'-, 49 Ijq''' 11 11 11 / i 1, I , I'. '� : l i l , / / , ( ' / 1
/ k /,' �l r/I, , /' p °w l l , / , / / I I / I I / 1
I 1 / / /I / /,., / ' " , / ' l /,." , I /i r I i , i 1 i/ ' / / / / I' I 1 I
c, , / / ley ,ii / 1,,,, / , , / , , , , , I / X I X
I, /. /� / ! ;�,/�/,,/ii/ i , /i `y1 / ' /' j I I/ 1% /I _�// / ',l I I\' �'\'1 '
/ �/ ,v '// ,; I, �/ 4f .' / �,/"I i ' ��'� i i 1 / i' j l i ,, A � b�/ 1 I '� I i i
/':i / ley,. !fe'/' ///i '�,OA / / / , 1 \ 1 I I
//'//r i, % ,' �, '/, I , / j , / , I� 01 1 II �/ /, / 1 ,. / i i , ��- i
ll
1' I
// %r / //;;�,/ / I', ,/ I I / '�, /,
I' / % / / / / /, / / / I ,7 / I 1 / `I � 1_� �' ii I
11 / / / / % , o , 1 t ��
1 /I;" l'/i ji :%/' i/: i /, �,/� ,,// i / /i i' ,ry'q I ' i i l ' i _ l "I� id +�
I !, J, si j ,%, :,�',/� rr/'/�%/' / l/Y ,/F l 1\I i / i l I /'/ 11 _ _ /, / 1 i le ,\ , �/'
' �O �x,/./ '// / � , % / / I / I i' / , ,f I/_ ' I 1 `II 1 I L CN'Mp R ON v / l l �` ✓'/ - ,
/ , / 1 `I! I 1 1 ,E ?to / �i' l ' / / 5 , // / , / I' I' l / vi I 2 V Iv -REAA f5 CB]7f$U - / I I i ,
pp0 '\gyp C/` /'' I , 7' / '/„ / i i/ I r ,' / / , I i , / , v al , v �'B t, / - / I , _/�, __ O
VI t` ,'�1 'I/�I`ii'/ �'II �'� i ,/ / iI'l i 1 1 / i f, % I, / / �i I, A \ \ I Nf �97g-0f [LQ // i. i A , 7?4J STA
1 1 , // ' i/I , / / / ' , 1 1 1 r l I I I I \ I , Ir, \ \ \ U _15 ID _ / /' l \/ , , 7SI
_ / ' 1 ' i , r , / ' I ' /i i / , i / I i I / ' i ' \, 1\ , 4. Sf✓RE RfSID - / I I t 1, Mf
/ , 1 1 r :'� , / / ' i i `, / , i , , i \ l `\ , \ \ 1 \ SIOEN fr1�n - - / /' / ,l / l �/ , I '1'T
i i , / l ' / / ' i / ' ' ' ' I i i I 1 / I \ \ \I `UP pU�DAC- \o ' i / _
,'..: // I ,'/, / / � /, , / � i , I i' I " I, / ' ' i i I i i_ i ` \ _ ' 1 \ -AC-_ \__/ \\ -� ``, / / X 'I iI
' /1/ I'l" , 1'1', c,%I/ , i i I , , I 1 / iii' i I I_ \\ \ \ \ ` \` -Y \\ - / I ' /////' 1
/ : I 1 I 1 i l 4' , I u i i I i II ' I I 1 II I, 1 I- \\ �`s \ \\ __-- ___ _ - •`, , �'i 1 / I i I / /
. /: //, I ,/''I1Il/i�il,//.'Ii i I 1 ; 1 1 \ '1 I1 \ ' \\ .._-' --_ - I ' l //\I\ -__1 i1'Il� I:
// i l i i l i �' I i 1''. i i \ \ \\ \ Imo' I I 1\ I. \ - _ _ _ _ \� _ _ i ' % / i i / i -
11
/ .. ,/ , ,,1/, d l I I ' /, 1 ; 1 1 1 \ 1\ \ \-_. -\ I - \ __-_ -,-________-------------- y / /
//, , ,III / 1 `, 11�'v Iv -/k`-_ '/ / I i//i
.'. '. /i��, i I /,rl i(�� , I 1 1 ' _- - 11 \I i \` - __ ��``"__ ``_`\ ,�,. I/i, /.\\
,
1
\ -c
. I i/ i i , I / 1 .1 1 I I , \. '', \ \ \ - \ \\ \ i0 _ _ - - --_ - - / /,% / / ' / i i,i /
r �I __ _ _ SHIMP
.??P '11,; , i /I, ,/,/ l I i I I� 1 v _ _ �\ v I ��-_ -�� _ - - >.L y� v-_--_-- -t/l / '/ I '/i / is/.,
'I II , ' 'vv A,-- I -vv v _ , _ _- _ - --_ -- ---. / ! -' j ENGINEERING
' / I i I I A . v A v ` , A \ ' vI , 1, l - _ - ,'� vv - - 6....i7�w -� �w v\�11 i'1 _ / ; , / / LAND PLANNING -PROJECT MANAGEMENT
. . , , . / i /
! I` \ \ \ `°\ \ ' r , \IN` � \ \.1 , , r3. �� '9"T ,-'\-,_ . \ � -- ` .w s _ __- - - ',\ \ \ ;{ / / .� ''/ 912 E. HIGH ST. 434.227.5140
. . .. . . >,. - �\ \ _ - - _ _ - - CHARLOTTESVILLE 902 JUST @ IMP-ENGINEERINGCOM
. /s C: ,, �\ _ �\` - .�`,\/\\� � ��`'s\ - \ __��c'r - _ _ - _ '"' ,7.,.. ,i \\/ i� \/ ''' / / VA 22 IN SH
i
/, $< j. jI111 _ - '^'F - - - - -_ x 6 /x' 1 II//y - '/:i//I ,; /; ,,
p+nr.al' w--J�r I r 1�S 11111�,J ��s * ',/ ><!ill/ .� i.: � _- �r = s- _� kl09'/!14r#�, } j 1 , i '/ I / //I, . / ,
,�. _ _
i --- __- \ '/ ,11 ••,, \.'\�.. 11 / ,1 _ _--'EQi>'1i Ia i I/i'i'!,�, �' I /'/i/i:i I L Hn�
.\':\`i/l/.II 1 \1°,sI ( `\\ \` _.-y' ___//t ( 1 1'I I %' it '/ / i ///'// l Ii / / ��"/A `�f"
, I , 1 `x �-` _ - / , ' ,III / '
l/I
1�1
/ _-'%_ _ \\ \✓,,�,/, ,'� 1 `.y:: I l r I l 11 ioa/ //,p"i' ,ry,, / / /i:/� O�
� I /', , / - �._ � I _. I "I A _ _ I I , , / r lI '1 /' I, P /,//I, /„ /,/
. ' / / /�' ,� - = �',� , INAG EM�NT1 / 1 r l I / / I , / i / +I2� ��4/ '/ii!, ✓'
. S 700. qqp / , ' , // i ' i , _ � I v��Aj'vv DB 1243 029,/ _ - _ = v Z� 1, I i ' ' / / p /, , / , , /'i , �"2 / / i /, , / I , / /
0z Fps ok4 % //; / i ; //, r / = �I i l -� — - �` `�. „ I ;,, /; %,/ /�I a N' /, i /" "/; Ill
. 'N N C,bPY'pQ"GTS i I i / / , , / i i / /I , ' . - z _ _, /.�...rT AV /' 'vv 1'_ 1.. it k /' /�,///'/�/%'// �'v/ 2� 'i °`/'/// /// l,/
S7Q0''lfA7.b Op. I/ �i // ,' /i f i I'/ - - _ II - / / � I"I11�4:' /',r , v� TII,'I'/ �� �I83
1, r
--
4�
— —
t
� �, n -may _\ / /I�', `^�,. , l ' /�`. /ii , 'r/' / �'�. l '/ ,//////h "\ O
, I ,
/lido i' - /` _ /, '//iii/ >' Ir / , /,'Ilrr////I SS �+i`\
/ ' / / ' , _ _ _ , // , , l I / / I / ZONAL
"/ .,: // I, , , ,l I r / _ 350-� — _, - = --3eo __ '- y+ _ / ,l' i 11 , , , i � v I i 1, //, / , I
// , 'rt / !I/ / 1 ''/ i� - - - _- _ _i _ __ -_- 4 c--_,' , ' /r/i/'�/i:/f iiili ,i /iir, ���
i - �, / 1.� i / _-- - - - -- - _ - ('� /,"//i////� '/3. i� / I,/,iii/iii 1 "�
_i JC - _ — , Ir ,,///,
\:.' i' ' l l n. '-_, - __ - -- _ �_'`s, / ' / t//r , �I, Ii/iiii/iii .�..\.,\.
,
c
,: Av" r / /': 11 I i`i` l ' 't / l/i' // / - ���\ /.. '/' L'� /'* 1 I', iii//ii '
V�v.. 1 �" I' I , i' l I , i i / I I _ _ -- - _ -_ .'/I,/.'//,� /� / '_V I '1 1/ /, rI,/ , I \.
_5 __ - // 1// 11 I ; ;l'I'I;/, �.� INITIAL SITE DEVELOPMENT PLAN
' - `,, , , , 1 , , ; / ;' ;' '� / - Sac. - , _� - j , „/, i, , ,
�' I 1'','i ; I I 1, I , !1 11 i i , I , • i , i , l //� ,' i // __ /� _ / - - ---38��-v / %//%i%/' // i ' i ri/ ii1'i/ i I / �/ , II I; , p ; , i I 1 1 ,-. I l / i i '-,_ _ 1 _ _ --� /'. IA ' ,1 , ,' 1
/ ' % ,,, / ,�, Iv I \ 1. 1 1 11 I i 4 i I i i I 1 1 l , I / . ✓ / -- _ '? - _,,lI. - I _ / /, l I -�, I ' 1, I I i I / , TMP 78-20P
,, �11; E u a , I' ; , I'I ' ; I I tOe,fY �REStRVro�;----3,,� 1 �- = „�- v - �� SOUTH PANTOPS
�, r ,/ ' / v , // r. / I1I'IIII'II/ CARRIAGE HILL II LIMITED
Ii , ---' ��7 5 ;' =v 1 / 'v " A V A ' ', i' �L' �E/$,1 1 r I, , , , , i 'i �„6J�E � $;a' Tli�(J ?rJ% v l� 1 r r , , l PARTNERSHIP C 0 CAiHCART
,/ I , / // - , ",_; , , v v I I I 1 i i' i i i 1 r 1 , 1 ; 'g / - -r '' ','' d" , / v �_ v //j ' �� � / i i /iiii / PROPER ES INC �.
i' : ;,, o/ -,,i ',-, v A 1 Ij ,I Ill 111 , 1 , r I v 1 -YO $E FIDAVERIFIIED;' / _ _ _ _ _ _ _ _ -- v f///
vo : ^Q',�„ - ` V vv I 1 I, , I I i I i it I I ' 1 . / / / /' -- - k - - - - - 1 - v /'/ / i Z� �oqv % i'l ' ,, j DB 2075-215
,= /,'; �'; ,'„�s_'1C I /- vv I'I , IIi P I 111 is 1 I gy/SUIRVEY , , = - _ --- - - II �,-_ i ,/ % w / ;;' I„ ZONE R-,5 RESIDENTIAL TOWNHOMES
,,%� 'i,'/// vI ����`vv A r , i t I,/i ,I I �I I I, l 1 I 1 r , l / __ _- _ ..>
',/I III 1_, v� ,r11, ,II - 11l, 1 I i. 1 I , i i /' �' __ op� 1 %// '� / / I aD ,, 1n USEMULTIFAMILIYL —..---
/'',, j,,.� A 1 \\ 1U'.` \\ 1I1 , l , , I 1; ,Y. ' i // l / / I , I / / ________ _____ _ __ _ .71 AC \
//P-340_-v _ ✓`, /, 1 ,: 1/ , 1 I, "T I �/ _ - '� ll� R� 111'I, ,'/ ", I � v v o' , ,, - 1 ' r 1 1- i ! , I l , / i i' /--- - - v y _. MI 1' /- ,`
/ �-/ - I I I �1 iy // r i , h I I 1,' l 1 , S i 1 l i I .� - _ _ - l o I `V 1,
�'ii��V'I,v'v��"�A' ! ;''; I i 'j j1; /%%���� ;l/; l�P/'/' l I / -.l �`.1 � I /' \.. /
e�`�ti°�� � II � �'%', '�.. /, d - -- - �' I eR�Ptio,,E /./ �.� �.i ALBEMARLE COUNTY, VIRGINIA
V`c i�f'-- ,,`vAv,�hV1,1;IIil II 1,1,r Ir //,/ /,,rl/,i /�ao 11 !vv ,
psi /, i - ,"v A A I A 1 , 1 I' , ' / : , , , 1 t , , , , l I , , , `Vi
C\O qP j '=,/ ,,,,, : \ I I l// I/ I I' <' / / 'I/ ' ' P I / ' / - --''' I r'\ N P NP\.1 i �..�
J �j !% 'o' \`11 \\\\ \ 11 \' \ 1 1 ' 1, l 1 / i ' 1-, / , / / / S / 1, I I , , , / i i'
\� ` j'-%4,/,\\\_ \\\\`\ \\\\`1\1\ \ 1i/! , /,I ' i,r r , , , , / , 1 , / r , I / , i II _ �,410--_� �1 `'� `\ / / \ \\�\�oE_,--,. -� I
/ \ , \\\ 1\\1'IN\\;\`\. I, %S\ ,,,/ '' I , , ; l I I /'. I , \1 I I , , , ,/ I ;%/ / P Ii \� , F SUBMISSION:
\\\1\
/-- ' \ \,\\\\ \\I\\\\I\\\ \ 1 ,�/ /I I I, / i I l / ' ; I I 1 I , / , i , , wI I , , / / ,/ , l \�l /
.. _3eo�- � \`I I\\ 1 \\\. \\ 1 I /j; /, ' j , I I I j I 1 , / , I , , m / i /// \ i I i �f\ � � \� \
/ \ \\ , , , / /, I I I / I l ; ; ;M�AAGED,�L ----- !` '\ / 2 [ ITIAL SD ]
\ , \\ 1 , , , I 1 / 2021 0
Pa ___ I\, I,I 1/,,I,, / ,, 1 I I / -- -- _ 4 61N P
/ e `1\\ \\ \\\ \ \\ `,�`\ \ 11' 1 , I l 1 I / / / / , / I 1 , % / / l I I I l % - _/ - l y 1,0\ \ I \ I
pd -\p, 1 / �' \ \` , I I , `, 1,'1, 1 1 \ 1 III Ill l , I I I I I ; ' 1MP 78-2o REVISION:
/ O P FiP -mot>p \``\ \ \::. q\ \ \ \ 11,1 , 1 `I \ / , , ; , , I ; ! /�/---S00TH P NTOPS II LAND 1RUST I"'/ / 2021 07 16
1 1 , IL\ 1 , l , o A % \\' \\
/' �\j 1,CLO / -� \ \ \ \ \IN IN \\\ \ \ �\ � \\\` \ \. IN \` `�\\ I \, L1 , I, , i , \ \ ':\ \I ', ; . I 1 I ' i I i i i i 1 I / OSE:: OPEjd--_ -- __ ` � I , l \ �`\� �O�\ I
`\\\\ ♦\ ` \\\` \\ V\ \ 1 1 1 1 1 11 1 1 I I ' I I I I I I l __ \\1 I I \
/ yIVVAA v VAv ` V AA �v 1 1 1� 1 I , 1 I I' I I 1 I I I I I i / / _ l '.A !/
v : V �i.AA , �, r 1 I I I / , 1
\\ �` V A V A 1 1 1 1 I 1 IA I , I , 93.12,.AC �I , Ip� ! \ 1 AAA
/ �' �\�\"� vA "w AAA\ `V�. A 1 1 1 II I I j 1 1 1 ', 1 II I 11 f`. 1 I/ 11 11 I I I I I I / 1 / - , ____ V A A
l `` `\ ..1 \, 1 1 1 1 1 1 / 1 I I / n.1 '>Ru'fvrt s ' DB taB9-499 , I i A l 1` V `
v vA vAAv VA I v 1 v I I I' I �; / I I , l vI A 1 I 1 I' / ac x�novco , , DB 799-433 v v 1, v -C
/ ���.`vv V\` vA `vA v`vv v A v v s v`v, Av 1, 11 1 I ; I i i i I I I i i I i i I 1v 1v , i I , I' i DB 976-684 i �O_I I v� `v p, v A
/ A\ vv v A \ I v v 1 v , 11 I I I I I I I 1�1 / / I 1 I 1 v 1 1 / I v, wr1>� , DB 2118-386 _ i I (J � vvv � v 2/ ,y
\ \I I vA v vI vvA v I ,1 v v ,1 A , 1 1 i , A I , , 'v I 'I 1 i DB 841- 2L, / v\pp v
/' \ \ vA AvvvvvI vvAvI ' i,l i A', 1 l 1 v 'I I I v v vv 'v 1 1 i DB 731-514°j ` ' I v` vv A IN ` \
. / V` V,�A A A I, II A 1111'I ,,,'e I, 1 1 1 , I A v A l V A \�0 I, I I 1 I •ys V / 1 1 1 1 A AVA V v v v A v v A v v v I' 1 1, y' I' 'v v �v A ` 'I v I DB 1737-003 , , v
v�vA \VAAV`VAA\� V'Nb'\'II11 i / A,''I I V 11 I A `V I �39 vV v� __ 063� , 11 li • 1 \V A
/ V A ,AA 9 A l 1 , , 1 1 1 1 A At \ V I 0V A `V A A 1 I I '-_ DB 10B9-�99 r , I \V A\\ \\
vA` ���A VA VA 1v A i 'i'i l i' 11 ` v ', I, v v m y v I A v` 11 I A v 1 I I i --_ , I 11 , v
/ / .\\ \\ \\ \\ \\ \�' \ j11 , \ \ \ ` \ \\ \\ 1, \ \ q IN \\\ \ \ \` \\; I\ 1 \ \\ I I 1 -___ _ --D6'2106-20�`-- / //-\ IN,I f \ \ \`\
/ \\ \\ I\;\\\I\ g \; Iy�iA\ C\1 I T \`\\\ \\\ \i1 \\ \ \\ \ 1 1 , I \I I _-----__-- _ - / \ \1 'I I 1 \ \ \
I I - - '--- FILE NO
\ \\ \ I \ ", ` i+ 1 C \ `\ \`\ \ \\ \ \ I \I 'I ' 1 I \I
\UVA V\�6' 4:. A 'V A v.A A A 1 _ —4i0' V I' I ! I A\
` \ \a\ 'Y I ' I ` - \ \ ,,-.\\ \ \ 1 1 I 1 N 730°39"E 142.76'/ _ p \ \ `\
/_ � I v� vv'gy v v v A i I I N% � 16 \
\II \\`\\\\\\�`\ \\ \\ `�' ' I \\ I i I i I I' i DISPUTED 80~1NDAR AREA 4r �� \ I�r1'I I I III \ \21.033
a / , \ \ ,_ 44 - N57=30'39"E 61�0' �`I \I i�/ I I 1I
�" I\\\\\\.\ \ \ \ c''. \\ 1 \ \\ _� Irl 1 I , / / 1IN
of 120.
N EXISTING CONDITIONS
v „v VvNIN
v v A vvvv - ` / 1 1 , 1 _ ' I ' �60 5',E 51.57'- " Q TMR�78-20L 1 �`, ;' }\
�' IvvV\� A vyv `` y-- A�. AvA /F V I ,S_g. 3,9"IM'; 54.11 i III 11,/, _-,/,i',, _" 14 , �" �t)QK HOMEOWNERS__________________ 1 vil;% _ 'AI A
oles mc,--a---------\ I 1 „zo- —
/ \\\\ \ ` \ �' \`\ \ \ \ (/��\ / y1 I I 1 I r l , I / ' i / AS50 \ E .�1 \ `-\ `\ I 1 1
\ \` : \ \ ` \\ \ 1' I I, \ I I \ 1 , 1 i 1 / l 11 I 1 /%/i': '% , , / J PA'\ 1 1 1
BIN
11"\` \ \ \ \\ \ `\ ---- \ \ , 1\ \\ 1 1 1 l 1 1 1 11 1 i l 1 i l ii1 (, --- I I , , l I NE: 1 1 / O \ \\ \I1 \\ 1 ; -- p 1
/ ` \\\ �:\;�\\\\ .\\__ \ 1' / , , , , I 1 1 1 , , 11 11 1111 I ED,t / 1 ,I \I I, 111 `-
` \\ ',\ \ \\ �\\ - \ \ I I, 11 1, I, 1 ; 111,\ 1 '1 I 11 1 III 1 I , I 1 I I 1 I,, I I ,�i + 'l,l I / / '\ D I ^\ \ 1 ��`\ \
\\\\�l\\:\\\\�\�\ _ \ \\ 1 I I "1 \ 11 1`. ', 'I I'l l'1i1111 'I 'l 10:1!1'; 111 ------.ii i / `.1 4.66 AC / / O 1 \\ ,\ Y1' ! \'I
;\ �p\: \` \�\� `` \\ �`\�� \ ', \ '; 11 1', '', \ 'I, `\, 1\ '1\ \ I ', ' I I'I'''I I'1 i' I !`' I I / I \ \I \\ III,II( I \l - 60 0 60 120 180
\`U\\\\\ \ \\, -', ` \ \`�- —Y-_ - I\ \ \ I, , 1 , \ 1 \, , I I ' 1 I, ; 11, I, 11, 1 '11 1 I,y ' % ' I uZ 1 11 \ ,-- I i i.__ j\,r-"' I,-
l\` \ \\ \ \ \ \ _ -\ I \ \ , 1 \ L1 I 1 1 , 1 1 '1 1 1 1 1 11 'I I' '1 I I �, / I I \ \ 11 1 i�'/ /
\\\\�"", \`��:`I\:\\ ` 1 \ '\ 1 ', 1, \ 11 I\ 11, I1111,/'11\i'I'1 '11'I III'I I' i II W�/' _•_ O\\ 11
\I__ I �,! '/1A'3J /-
Scale: 1' =60' C ^
, , \ \`. \`. \ `. .. `. \ V \ \ 1 1 , \ \. \ \ \ 1 1 1 I 1 I 1 I I ! I I ! 1 ! l i L
LEGEND
1—
\
I i \
® SLOPES
�
�LESS
oAJLTH
AN
�L
�
2
w5
%
TO
BE
VERIFIED BY FIELD SURVEY
COUNTY GIS PRESERVED SLOPE
S
COUNTY GIS MANAGED SLOPES
— — — — — —— SHIMP
ENGINEERING
Q)LANDPLANNING -PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERINOCOM
o NLTHoF
oJUHIa
.45183I EX. 1'TRANSITE SEWER
dp
I /TO BE REMOVED A,k INITIAL SITE DEVELOPMENT PLAN
,390SOUTH PANTOPS
CPO -------TOWNHOMES
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
—420 2021.04.26 [INITIAL SDP]
N 70/9E 142.76 _ ------ ---- REVISION:i3N7 2021.07.16/AREA
�BO 720 ISPU/T
N1-----__4
14o/� K 40MEOFILE NO.70 3gS5\F P*ToFS 21.033
I ASSO 9 /
WNERS
o OB 43�_ EXISTING CONDITIONSAM B EAK INIJNAT+ONI Z NEI(/FEbEALNE
--- S EDi / i � I /i '
x x x /} \ 11\ \II 20 \\ 10` 2 \ 0 6o
I, --- II!! ! ! / 4,66 AC / / ��C\ \ \ 1 gale: f" 0' 1 I 1
/i
2
T
0 S 5
SLOPES LESS THAN 2 %
TO BE FIELD VERIFIED
j
COUNTY GIS PRESERVED SLOPES
COUNTY GIS MANAGED SLOPES
(4 /
-------�,
x J
/G117,
,/
zo 00,
_ - T- - -
-- -- --- _
- -- - -
_
8Fr
�
X
y
-
I
+392
\
I
If
-_— —
—' s S —S —S
s—S —_°
_
393
/ @0/1-
cl
/fir p✓�VA1� /
--,—
19Q
\`�� /
/ , , v �� / c/ /' i
/—'� FE +393
�(wyl
I
• / / // / /
�! / , /
W
W 18Fr
/ \
SHIMP
I
s.� /
DR, �,II
2 4'
'
/ \ \
I
18FT
ENGINEERING
I I
// /
(TYP)
/\
NT
LAND PLANNING - PROJECT MANAGEME/D
l
V l
—NDRIVEWAY
\
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERINGCOM
�R12oo'
\---_ jvI
,'/
O / i< „a --�- - - -
/ �a ° / — 2OFT PRIVATE ROAD _ — — — — -RgO� \ II 4 I/ 8.0 ID 1VE AY I / / .. -
/ I / / 45' OVATE ROW — —
1
I\ 1 Il
I I
I I I I TY)
z000'
7 / I /
I // /
j t.
/--------'
�- —_ III — ml
--_ \\-- l: III _cL_If
��ALTH of
I
Q
0-
�TI HIMP a
NIS451u
LLJ
DRIVEWAY
I o a
o
w \
LLJ
(TYP) I y
I /' vi I
�
_ o
`" � \ /
�`SSIONAL �1yG
II I I
I I I
/ I I'` I I b
I I 6 /
3
/
vv A A4��3 /
24'
I �
8.13
I I
I
a.0o I i
\ CD I I 1 /Az
��
(33)_
v
/ V
v
\
N v
l I 1 z000
\ \
v v
\ \ 1 / I I I
\ \
/'
32 S 31
O
s v
_
\
/
/
--_,
v I N v
_ `� \
INITIAL SITE DEVELOPMENT PLAN
1
\
0 ��
\ \\ I
�,
� 30 r� 29
28
\\ y / � � \\ 1
45� \�\\ � i I
i
i
�
27 26
�,
I
SOUTH PANTOPS
\ \ I I
\ 01 \
zo.o � \ \ \
`\
o \ \ �� \ \ \ I
I 40 \ - \ \� , I
I 1
_-- \- ------
-_
����
I
I \ 111. / I \
I l ` -\
TOWNHOMES
//
,
h
zo.60,
—� \ \ I
—
_ _
— — — — — — — — — —
IT I II \
I j / I
ALBEMARLE COUNTY, VIRGINIA
III I 1
I
SUBMISSION:
\
\
I
2021.04.26 [INITIAL SDP]
aoo' — � \\
\
\ \ \ \ I I 1 I
I
I
�\
II /I I 1' I�-
ivv
REVISION:
202�.o�.�s
\\ \
)ISPUTED BO NDARY, AREA
1 / ' ' / �
/ /
� ��\ ��\
l l
� J /
,
r /
718
��
\
\
I
I I / ,
/ I l / ' I --- ' / // ' �� /
/' ����
�K HOMEOWNERS
--------�
,
I \ I -�
II//r �\
FILE NO.
TO S
p*
21.033
\\ \
\ \
\\ \ \ I / i // / /
/ /
ASSO
/ DB
� Z /
\
II,,/I
SITE PLAN
`\
DABREFK IN�NDATIOtJ ZbNq(FLEOAL�
/ /'//' /�
I /
/
O
X R,� N tk\
NE: "';T' , I
_430
�
I\\ I
-
I \ I I /-�-=�
x —X x 1 1 I ,
/ /
/
,
I U
S ED/ /
\
\ \
\ \ I \ \
1 20 \I 2 to I 60
xIII
' I
`�
4.66 AC // /
\\
1
11 cale: �:,= 0' I I 1
1
C2
!
i 17'
-,\'—a\—
f
�a
---/—
_
__
_�
/
RVE
10
UNDER
TREATMENT & D
STRUCTUR
A
1-388
(L3)
— — ——
— —_tNs
—r_—owP—
/
—\WW\S
/
24,
—
1
fI•
788
�c
19
FE +393
1
1
1/
06"
— oR1VEW4
(y!P)Do
24
8.00'
SHIMP
Wv
NDR18FT
\
\
ENGINEERING2.
0
WAY :e
_
— (TYP)
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434
00.34'
-Q%�Q -W O%
0)
.227.514
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERINGCOM
O
Wp—-
I
DRIVE
WE— — w_ uj
45 E ROW o
w
w
(
(
08.0
76
ONN GTI G
GW
JusTT xvvr a
Col
DRWAI
)�(TYP
I OD
47
24'
a.,s
\N
I�\
o
4
A-s
—3
INITIAL SITE DEVELOPMENT PLAN
45\
20,E---s'
Ljj
SOUTH PANTOPS
01
------
`�\
TOWNHOMES
+88.0
Bow 0
\\\
ao+8
oo
TOW+98
ALBEMARLE COUNTY, VIRGINIA
0 T N,
10PR
SUBMISSION:
VVLW E
12S
2021.04.26 [INITIAL SDP]
a.00'
—
16
REVISION:
A
DISPITED
r
BOIAREA
12
18
20
I
2021.07.16
TW
FILE NO.
— —
— — — —
21.033
ASSODB
AM BRE�K
Z NE FED
NE: R
4
GRADING & UTILITES
___/
I I
I
x —X x I ,
,
U
E0 /
s
1 I \
60CY 2 to
4,66
AC
�\20\
°le: �„=o'
C5
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
O L
fs�jul,jg.
o.��183 a
45183
INITIAL SITE DEVELOPMENT PLAN
SOUTH PANTOPS
TOWNHOMES
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2021.04.26 [INITIAL SDP]
REVISION:
2021.07.16
FILE NO.
21.033
FIRE RESCUE EXHIBIT
C6